RFI Gov Response Updated Drawings_WWYK150185.pdf
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- Solicitation number
- FA813726R0027
About this file
This is a design file containing demolition and construction drawings for driveway and parking area repairs at Tinker Air Force Base, Oklahoma. The project is titled "Repair Roadways, Parking at Munitions Areas B3812, B41808, B34804, B41505" with design number WWYK150185 and a design date of 07 April 2026.
The work encompasses four main sheets: CD-101 and CD-103 show demolition plans for Area #3 (B41508) and Area #1 (B41808) respectively, while C-101 and C-103 show the corresponding new construction layouts. For Area #3, the contractor must mill existing asphalt pavement and remove associated layers, then remove and replace eight parking stop bars after paving, with striping of all parking spaces. A new 6-inch pavement profile will be installed per Detail 4 on Sheet C-201. For Area #1, demolition includes excavation of a 2-foot by 2-foot trench for a 6-inch perforated pipe package discharging into Munitions Road ditch, with a new 6-inch pavement profile to match the existing Munitions Road and service driveway profile. The new construction for Area #1 includes placement of a 6-inch perforated underdrain around the east edge and application of seal coat over all areas except Area #3. Area #3 will provide eight new parking spaces with parking blocks attached with rebar placed minimum 2 feet from pavement edge, with spaces and painting laid out per UFC 3-201-01 (minimum 22 feet length, 9 feet width per interior stall). The contractor must field verify existing conditions and coordinate with the user, and any damage to fencing or ramps shall be repaired at the contractor's cost. The work is located on the airfield at Tinker Air Force Base.
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SHEET
SHEET NUMBER
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
GENERAL NOTES
1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
2. COORDINATE WITH USER FOR THIS REPLACEMENT.
CD-101
AREA #3 B41508 - DRIVEWAY AND PARKING - DEMOLITION
SCALE: 1/32" = 1'-0"
35%
DESIGN
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KEYED NOTES
2 4
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POV PARKING LOT AND DRIVEWAY: MILL EXISTING ASPHALT PAVEMENT AND
REMOVE ASSOCIATED LAYERS TO ALLOW FOR THE NEW PAVEMENT AS PER
PROFILE REF. DETAIL 4 SHEET C-201.
REMOVE ALL (8) PARKING STOP BARS AND REPLACE AFTER PAVING THE
PARKING LOT. STRIPE ALL PARKING SPACES.
DEMO AREA FOR NEW 6" PAVEMENT PROFILE, REF. DETAIL 4 SHEET C-201.
LEGEND:
DEMO AREA FOR NEW 6" PAVEMENT PROFILE, REF. DETAIL 4 SHEET C-201
100'
15'
AREA #3
30'
35'-0"±
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SHEET
SHEET NUMBER
SH
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
CD-103
AREA #1 B41808- DRIVEWAY AND PARKING - DEMOLITION
SCALE: 1/32" = 1'-0"
35%
DESIGN
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04 08
GENERAL NOTES
1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
2. COORDINATE WITH USER FOR THIS WORK.
3. THIS WORK IS ON THE AIRFIELD.
4. ANY DAMAGE TO FENCE OR RAMP SHALL BE REPAIRED AT CONTRACTOR'S COST.
KEYED NOTES
DO NOT DAMAGE REMAINING PAVEMENT.
DEMO AREA FOR NEW 6" PAVEMENT PROFILE, REF. 4/C-201.
EVCAVATE 2ftx2ft TRENCH FOR 6" PERFORATED PIPE PACKAGE DISCHARGING
INTO MUNITION RD. DITCH.
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'-6
2'-
1"
202'-3"
'-4
3'-3"153'-91 2"
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1 2"
25'-41 2"
11'-01 2"
66'-10" 53'-51 2"
'-2
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16'-81 2"
'-6
26'-10"
72'-31 2"
15'-41 2"
'-3
SAW CUT
THE 6" PERFORATED
PIPE TO BE INSTALLED
ALONG THIS EDGE.
AREA #1
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SHEET
SHEET NUMBER
SH
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
C-101
AREA # 3 B41508 - DRIVEWAY AND PARKING - NEW
SCALE: 1/32" = 1'-0"
35%
DESIGN
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05 08
GENERAL NOTES
1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
2. COORDINATE WITH USER FOR THIS PAVEMENT.
/06 /24
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KEYED NOTES
ATTACH PARKING BLOCKS WITH REBAR PLACED AT A MINIMUM OF 2FT FROM
EDGE OF PAVEMENT.
LAYOUT PARKING SPACES AND PAINT PER UFC 3-201-01. MINIMUN LENGTH
FOR EACH INTERIOR STALL IS 22FT AND 9FT WIDE.
NEW 6" PAVEMENT PROFILE, REF. 4/C-201 DETAIL. NEW PAVEMENT TO MATCH
PROFILE OF MUNITION RD. AND SERVICE DRIVEWAY.
LEGEND:
NEW 6" PAVEMENT PROFILE, REF. DETAIL 4 SHEET C-201
PROVIDE (8) NEW
PARKING SPACES
100'
15'
AREA #3
35'-0"±
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SHEET
SHEET NUMBER
SH
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
C-103
AREA #1 B41808 - DRIVEWAY AND PARKING - NEW
SCALE: 1/32" = 1'-0"
35%
DESIGN
W W
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B3
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C-103
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#1 B
8 -
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LA
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07 08
GENERAL NOTES
1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS
FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS FOR ACCURACY.
2. COORDINATE WITH USER FOR THIS WORK.
3. THIS WORK IS ON THE AIRFIELD.
4. ANY DAMAGE TO FENCE OR RAMP SHALL BE REPAIRED AT CONTRACTOR'S COST.
KEYED NOTES
EXISTING PAVEMENT REMAINS.
APPLY SEAL COAT OVER ALL AREAS EXCEPT AREA #3.
PAVEMENT RECONSTRUCTION IN THIS SPECIFIC 60FT X 15FT; PAVEMENT WAS
NOTICED CRACKED AND WATER WAS BLEEDING OUTWARDS, DUE TO
APPARENTLY HIGH-WATER TABLE LEVEL ESPECIALLY AFTER RECENT RAIN.
RECOMMEND FD REPAIR TO THE AREA ONLY. DEWATERING WILL BE NEEDED
PRIOR TO THE FD REPAIR. RECOMMEND GEOTEXTILE MEMBRANE TO INHIBIT
MOISTURE. PLACE 6" PERFORATED UNDERDRAIN AROUND THE EAST EDGE OF
THE PAVEMENT TO BE REPLACED.
REFER TO DETAIL 4/C-201 AND DETAIL 1 / C-201.
EXCAVATE 2ftx2ft TRENCH FOR 6" PERFORATED PIPE PACKAGE DISCHARGING
INTO MUNITION RD. DITCH.
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153'-91 2"
'-8
1 2"
25'-41 2"
66'-10" 53'-51 2" 16'-81
2"
26'-10"
72'-31 2"
'-6
3 THE 6" PERFORATED
PIPE TO BE INSTALLED
ALONG THIS EDGE.
2'-
1"
202'-3"
15'-41 2"
'-3
'-4
3'-3"
'-2
1 2" 40 '-6
"11'-01 2"
AREA #1
3 3
| 02-150185-CD101-CD101 |
| Sheets and Views |
| CD101 |
| 04-150185-CD103-CD103 |
| Sheets and Views |
| CD103 |
| 05-150185-C101-C101 |
| Sheets and Views |
| C101 |
| 07-150185-C103-C103 |
| Sheets and Views |
| C103 |
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